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Tender Value
₹16.9 L
EMD Value
₹42,370
Closing Date
19 Jun 2026, 5:00 pm4d left
Executive Engineer
Office of the Executive Engineer LID AND EW Division Kalpetta North
L A C - A D S - M L A - A D F 2 0 2 5 - 2 6 MANGALAMCARP KOLLY ROAD SIDE PROTECTION AND CONCRETE - NENMENI GP-Rs.2000000/--General Civil Work
2026_LSGD_855439_3
D2-1281/2026(1)
Open Tender
Civil Works - Roads
365 days
Kalpetta
Please refer tender documents
7 documents required · 7 mandatory
₹2,760
Yes
₹42,370
Yes
11 Jun 2026
11 Jun 2026
22 Jun 2026
11 Jun 2026
19 Jun 2026
11 Jun 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
| 1Culvert | ||||||
| 1.001 | 2.13.A:Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (A) Upto 600 mm dia Hume pipe | - | metre | - | - | BI01010001010000000000000515BI0100001114 |
| 1.002 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | - | cum | - | - | BI01010001010000000000000515BI0100001115 |
| 1.003 | OD501337/2025-2026:DRY RUBBLE MASONRY- Dry rubble without concrete levelling course masonry with good
quality blasted rubble including packing to compactness to lines and levels cost and conveyance
of all materials, labour charges | - | cum | - | - | BI01010001010000000000000515BI0100001116 |
| 1.004 | OD501339/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place
method normal. Construction of granular sub-base by providing local material spreading in
uniform layers with motor grader on prepared surface, mixing by mix in place method with
rotavator at once as per Technical Specification Clause 408. <br>(ii) Using
Gravel mix soil. | 1 | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 1.005 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 1.006 | 12.5.1.1:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m I. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 1.007 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | - | cum | - | - | BI01010001010000000000000515BI0100001120 |
| 1.008 | 13.1.2:Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5R.C.C M 25 | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 1.009 | 11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 | 1 | tonne | - | - | BI01010001010000000000000515BI0100001122 |
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